ID_FS_SAW_T_2017(1)_SIGNOFF_Plans.pdf

INDEX TO SHEETS

K. PERMANENT TRAFFIC CONTROL PLAN

J. STAGING AREAS

I. TRAIL FEATURES

H. DRAINAGE

G. RETAINING WALL

F. EROSION CONTROL

E. PARKING AREA

D. PLAN-PROFILE

C. TYPICAL SECTIONS

B. SUMMARIES

A. GENERAL INFORMATION

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d I d f-s a w a a .d g n

ID FS SAW T 2017(1)

A

M

J u n e

K

H a r r is o n

N .P h a

C h e c k e d b y

D e s ig n e d b y

KIOSK SIGN AND POST INSTALLATION DETAILS

TRAIL SIGN AND POST INSTALLATION DETAILS

GOVERNMENT FURNISHED PERMANENT EASEMENT SIGNS

TRAFFIC SIGN AND PERMANENT PAVEMENT MARKING DETAILS

PIONEER PARK STAGING AREA

ALPINE WAY STAGING AREA

RAISED CATTLE GUARD DETAILS

METAL SWING GATE DETAILS

POST WIRE FENCE DETAILS

STACKED LOG RAIL FENCE DETAILS

CMP CULVERT WITH HEADWALLS DETAILS

TABULATION OF QUANTITIES

ROCKERY FILL WALL TYPICAL SECTIONS

SWPPP NOTICE SIGN DETAILS

FIBER ROLL STANDARD DETAILS

TEMPORARY DIVERSION CHANNELS

PRECAST COLORED CONCRETE WHEELSTOP DETAILS

ALPINE WAY TRAILHEAD PARKING

TABULATION OF QUANTITIES

TRAIL CORRIDOR MONUMENT GPS COORDINATES

TRAIL CORRIDOR WAYPOINT GPS COORDINATES

TRAIL CORRIDOR PLANS

TRAIL CONNECTION DETAILS

MISCELLANEOUS TYPICAL SECTIONS

OLD PRIVATE LANDFILL TYPICAL SECTION

WETLAND CROSSING TYPICAL SECTIONS

SNOW-MACHINE ROUTE TYPICAL SECTIONS

MAINLINE TYPICAL SECTIONS

SUMMARY OF QUANTITIES

BUCKHORN WATER DRATING LOCATION MAP

NIP-N-TUCK PIT LOCATION MAP

VICINITY MAP

PLAN SYMBOLS AND ABBREVIATIONS

INDEX TO SHEETS

TITLE SHEET

K.4

K.3

K.2

K.1

J.2

J.1

I.4

I.3

I.2

I.1

H.2

H.1

G.1-2

F.4

F.3

F.2

F.1

E.4

E.2-3

E.1

D.14

D.12-13

D.4-11

D.1-3

C.8

C.7

C.6

C.5

C.4

C.2-3

C.1

B.1-3

A.6

A.5

A.4

A.3

A.2

A.1

CP GPS

JH

BH

TP

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

RIP

G G

W W

DI

T

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

DI

T

NO SCALE

- no symbol -wall face

N

P

J u n e

U

S C m y fi le s p w p r o d u c ti o n d D e t.

W P la n S y m b o ls .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.3 FS SAW T 2017(1) ID

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish jt.

ID

joint inside diameter

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude lamination length of curve

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W

R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material

NOTE:

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center mile post main line

M.P.

M.L.

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

Iron Creek

Goat Creek

Meadow Creek

VICINITY MAP

N Sunny Gulch Campground

Sewage Lagoons

P iv a s R o a d

Merrit Lane

RANGER STATION

STANLEY DISTRICT

TRAILHEAD

ALPINE WAY

Approximate scale in miles

0.5 0.25 0 0.5 1 1.5

STANLEY CITY

A.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w a b .d g n

ID FS SAW T 2017(1)

u n e

.H

A R

R I S

O

W F L

H

C h e c k e d b y

D e s ig n e d b y

NF-214

Approximate Trail Centerline

0+00

(Trailhead 214-A)

REDFISH LAKE TO STANLEY TRAIL

ID FS SAW T 2017(1)

BEGIN PROJECT

240+25

REDFISH LAKE TO STANLEY TRAIL

ID FS SAW T 2017(1)

END PROJECT

(Abandoned Service Road) Staging Area Pioneer Park Staging Area

A.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w a c .d g n

ID FS SAW T 2017(1)

u n e

A R

R I S

L

C h e c k e d b y

D e s ig n e d b y

N

STANLEY CITY

Approximate scale in miles

0.5 0.25 0 0.5 1 1.5

N ip a n d T u ck R o a d

NF

Ro ad

LOCATION MAP

NIP-N-TUCK PIT

653 and Nip and Tuck Road Intersection of NF Road and NF Road 653 Intersection HW 21

See Sunsection 105.04(c)

NIP-N-TUCK PIT

A.6

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w a d .d g n

ID FS SAW T 2017(1)

u n e

A R

R I S

L

C h e c k e d b y

D e s ig n e d b y

Approximate scale in miles

0.5 0.25 0 0.5 1 1.5

N

RANGER STATION

STANLEY DISTRICT

Sunny Gulch Campground

LOCATION MAP

BUCKHORN WATER DRAFTING

TRAILHEAD

ALPINE WAY

Sewage Lagoons and NF Road 222 Intersection of HW 75 and NF Road 214 Intersection of HW 75

See Section 158

SOURCE (OPTIONAL)

WATER DRAFTING

Sheet and Description

Section C Section D Section E Section F Section G Section H Section I Section J Section K

Typical Sections Plan Parking

Area Erosion Control

Retaining Walls Drainage Trail

Features Staging Areas

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15701-0000 SOIL EROSION CONTROL, TEMPORARY

SOIL STABILIZATION LPSM ALL ALL

A0140 15702-2000 SOIL EROSION CONTROL, TURBIDITY

MONITORING LPSM ALL ALL

A0160 15704-1000 SOIL EROSION CONTROL, PLASTIC

LINING SQYD 2,000 2,000

A0180 15705-1300 SOIL EROSION CONTROL, TEMPORARY

DIVERSION CHANNEL LNFT 100 100

A0200 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,650 4,650

A0220 15802-0000 WATERING FOR DUST CONTROL LPSM ALL ALL

A0240 20101-0000 CLEARING AND GRUBBING ACRE 9.0 0.2 9.2

A0260 20220-1000 REMOVAL, INDIVIDUAL TREE, HAZARD EACH 20 20

A0280 20302-1000 REMOVAL OF FENCE, RAIL, STACKED

LOG LNFT 520 520

A0300 21101-2000 ROADWAY OBLITERATION, METHOD 2,

SERVICE ROAD SQYD 3,950 3,950

A0320 25101-0200 PLACED RIPRAP, METHOD A, CLASS

2, ROCK SPILLWAY CUYD 4 4

A0340 25126-0000 REMOVE AND RESET BOULDER EACH 8 14 22

A0360 25210-0000 ROCKERY SQFT 4,800 4,800

A0380 25701-0800 CONTRACTOR FURNISHED ROCKERY

DESIGN LPSM ALL ALL

A0400 60201-0800 24-INCH PIPE CULVERT, GALVANIZED

STEEL LNFT 20 20

A0420 60201-1000 36-INCH PIPE CULVERT, GALVANIZED

STEEL LNFT 10 10

A0440 60405-0000 MANHOLE ADJUSTMENT, SEWER EACH 3 3

A0460 60915-1000 WHEELSTOP, CONCRETE, PRECAST

COLORED EACH 5 5

A0480 61901-0000 FENCE, STACKED LOG RAIL LNFT 1,675 1,675

A0500 61901-0550 FENCE, BARB-LESS WIRE LNFT 50 50

A0520 61902-0000 GATE, METAL, SELF-CLOSING SWING

GATE, 8 FEET WIDE EACH 3 3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

3:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

ID

F S S

A W

T

7(

1) _E st im at e-

.x ls x]

Sh ee t

STATE PROJECT

B.1ID FS SAW T 2017(1)ID

SHEET

NUMBER

Typical Sections Plan Parking

Area Erosion Control

Retaining Walls Drainage Trail

Features Staging Areas

Permanent Traffic Control ALLOWANCE Bid

Schedule

A0540 61902-0000 GATE, METAL, SWING GATE, 12 FEET

WIDE EACH 1 1

A0560 61903-0000 CATTLE GUARD, RAISED, 5 FEET WIDE EACH 3 3

A0580 62017-0500 DRY STACKED STONE MASONRY

HEADWALL FOR 24-INCH PIPE CULVERT EACH 4 4

A0600 62017-0700 DRY STACKED STONE MASONRY

HEADWALL FOR 36-INCH PIPE CULVERT EACH 2 2

A0620 62501-0000 TURF ESTABLISHMENT ACRE 4.0 4.0

A0640 63301-0000 SIGN SYSTEM, KIOSK SIGN EACH 2 1 3

A0660 63301-1000 SIGN SYSTEM, GOVERNMENT

FURNISHED SIGN EACH 12 12

A0680 63302-0000 SIGN SYSTEM SQFT 46 3 49

A0700 63308-2000 OBJECT MARKER, TYPE 2 EACH 22 22

A0720 63308-3000 OBJECT MARKER, TYPE 3 EACH 8 8

A0740 63316-1000 REMOVE AND RESET SIGN EACH 1 1

A0760 63403-0200 PAVEMENT MARKINGS, TYPE B, WHITE SQFT 480 480

A0780 63502-0400 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 1, 4 FEET WIDE EACH 5 5

A0800 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3, 8 FEET WIDE EACH 5 5

A0820 63502-1500 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE A EACH 10 10

A0840 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN, ROAD CLOSED EACH 2 2

A0860 63502-3900 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN, TRAIL CLOSED EACH 4 4

A0880 63704-0000 VEHICLE, UTILITY TERRAIN EACH 1 1

A0900 64631-0000 ROADSIDE DEVELOPMENT, TRAILWAY

CONSTRUCTION LNFT 24,500 24,500

A0920 64631-0000 ROADSIDE DEVELOPMENT, EXISTING

TRAIL RESTORATION LNFT 225 225

A0940 64631-0000 ROADSIDE DEVELOPMENT, ROCK

RETAINER LNFT 1,200 1,200

A0960 64632-0000 ROADSIDE DEVELOPMENT, TRAILHEAD

PARKING CONSTRUCTION SQYD 800 800

A0980 64632-0000 ROADSIDE DEVELOPMENT, AGGREGATE

SURFACE COURSE 6-INCH DEPTH SQYD 18,500 800 19,300

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

3:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

ID

F S S

A W

T

7(

1) _E st im at e-

.x ls x]

Sh ee t (2

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2ID FS SAW T 2017(1)ID

Typical Sections Plan Parking

Area Erosion Control

Retaining Walls Drainage Trail

Features Staging Areas

Permanent Traffic Control ALLOWANCE Bid

Schedule

A1000 64633-0000 ROADSIDE DEVELOPMENT, GRANULAR

BACKFILL CUYD 164 164

A1020 64633-0000 ROADSIDE DEVELOPMENT,

UNCLASSIFIED BORROW CUYD 11,000 950 11,950

A1040 64706-1000 MITIGATION, WETLANDS MITIGATION,

PROTECTION MAT SQYD 565 565

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-J un -2

3:

P M c:

\m yf ile s\ pw

_p ro du ct io n\ d0

ID

F S S

A W

T

7(

1) _E st im at e-

.x ls x]

Sh ee t (3

SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3ID FS SAW T 2017(1)ID

C.1

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c c .d g n

ID FS SAW T 2017(1)

J u n e

P h

B

J u d

C h e c k e d b y

D r a w n b y

TABULATION OF QUANTITIES

[1]

[1]

[1]

[1]

[1]

[1]

[1]

[1]

FOOTNOTE:

are subject to approved design and field adjustments.

The quantities shown hereon are approximate and [1]

NOTE:

1.See Section G for rockery wall typical section details.

[1] [1]

BALANCED SECTION

FULL BENCH SECTION

FLAT OR RAISE SECTION

1:2 1:

TRAIL TREAD SURFACING

2.0'

1:1.5 1:

1.

Outslope 3%

Outslope 3%

Outslope 3%

NO SCALE

:1 .5

:1 .5

1:1.5

Outslope 3%

C.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c c .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

TYPICAL SECTIONS

MAINLINE

catch points to 1 foot.

the additional 2 feet clearing width from cut and fill slope

In the sage flat plant areas as shown on plans, reduce [1]

LC

LC

LC

Flat section

8"

8" and/or unclassified borrow

Suitable excavated material

Trailbed width 8.5 feet

Trailbed width 8.5 feet

Trailbed width 8.5 feet

LC

Tread width 6.5 feet

6-inch compacted depth

Aggregate surface course, 2.0'

2.0'2.0'

2.0'2.0' unclassified borrow for raise section

Suitable excavated material and/or

Existing ground

Existing ground

Existing ground

[1] Clearing limit

[1] Clearing limit

[1] Clearing limit

Prepare trailbed in common material

Cut slope rounding in common material

Cut slope rounding

3.

2.

1.

NOTE:

FOOTNOTE:

slope and cut slope rounding areas.

Apply turf establishment on finished embankment slope, cut material for embankment before using unclassified borrow.

For balance and raise sections, use all suitable excavated

SCR Section 646 for trail design and layout requirements.

Typical sections shown are for general information only. See

2.0'

1:1.5 1:

1.

FULL BENCH SECTION RAISE SECTION

FLAT SECTIONBALANCED SECTION

Outslope 3%

Outslope 3% Outslope 3%

NO SCALE

:1 .5

:1 .5

1:1.5

Outslope 3%

SHEET 1 OF 2

TYPICAL SECTIONS

SNOW-MACHINE ROUTE

C.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c d .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y catch points to 1 foot.

the additional 2 feet clearing width from cut and fill slope

In the sage flat plant areas as shown on plans, reduce [1]

LC

LC

LC

8" in common material

Slope rounding

8" and/or unclassified borrow

Suitable excavated material

Trailbed width 12.0 feet

Trailbed width 12.0 feet

Trailbed width 12.0 feet

2.0'

2.0'2.0'

2.0'2.0'

Existing ground

Existing ground

Existing ground

LC

Trailbed width 12.0 feet 2.0'2.0'

Existing ground in common material

Slope rounding and/or unclassified borrow

Suitable excavated material and/or unclassified borrow

Suitable excavated material

6-inch compacted depth

Aggregate surface course, 6-inch compacted depth

Aggregate surface course, 6-inch compacted depth

Aggregate surface course, 6-inch compacted depth

Aggregate surface course, 4.

3.

2.

1.

[1] Clearing limit

[1] Clearing limit

[1] Clearing limit

[1] Clearing limit

6.5 feet

6.5 feet

6.5 feet

6.5 feet

FOOTNOTE:

NOTE:

slope and cut slope rounding areas.

Apply turf establishment on finished embankment slope, cut material for embankment before using unclassified borrow.

For balance and raise sections, use all suitable excavated

SCR Section 646 for trail design and layout requirements.

Typical sections shown are for general information only. See

No. 36 and Waypoint No. 44 as shown on plans.

Snow-machine route are approximate between Waypoint

NO SCALE

Outslope 3%

SHEET 2 OF 2

TYPICAL SECTIONS

SNOW-MACHINE ROUTE

TYPICAL SECTION WITH ROCKERY WALL

SNOW-MACHINE ROUTE

C.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c d .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P H

C h e c k e d b y

D r a w n b y is a p p r o x im a te ly f e e t fr o m i ts c e n te r li n e

R ig h t-o f-

W a y

T h e H

W

R ig h t-o f-

W a y l in e

K e e p t h e c le a r in g l im it o u ts id e t h e H

W ll e x c a v a ti o n l im it and/or unclassified borrow

Suitable excavated material

Existing ground

6-inch compacted depth Aggregate surface course, Trailbed width 12 feet

2.75' Tread width 6.5 feet 2.75'2.0'

Clearing limit

LCLC

4.

3.

2.

1.

2.0'

Rockery wall sections.

Section G for typical rockery wall. See Design and construct

NOTE:

See SCR Section 257 for rockery wall design requirements.

unclassified borrow.

Use all suitable excavated material for backfill before using

Section G sheets for typical rockery wall sections.

Typical section shown is for general information only. See

No. 37 and Waypoint No.42.

Rockery wall sections are anticipated between Waypoint

1:

2 1:2

TYPICAL SECTIONS

WETLAND CROSSING

C.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c e .d g n

ID FS SAW T 2017(1)

J u n e h

T u tt le

C h e c k e d b y

D r a w n b y

Existing ground

NO SCALE

Existing ground

TYPICAL ROCK SPACING

" (max.)2

Tread m in

2E m b e d

TYPICAL ROCK RETAINER

Tread m in

2E m b e d

RETAINER SECTION

Clearing limits

12" Foundation depth 12" Foundation depth :1

:1

1'-0"1'-0"

Clear.

1'-0"

Clear.

1'-0"

Clear. Clear.

Aggregate surface course

Granular backfill (in-fill material)

Granular backfill (in-fill material)

Granular backfill (in-fill material)

Geotextile seperation-stabilization, class 2, type D, non-woven

Geotextile seperation-stabilization, class 2, type D, non-woven

Tread width 6.5 feet Tread width 6.5 feet

Clearing limits

6" Aggregate surface course 6" Aggregate surface course

Min. 18"' x 6" x 10" rock

Rock retainer (typ.)

RETAINER SECTION APPROACH

2.

1.

NOTE:

retainer section as shown.

Provide 10 feet of approach section at both ends of rock

Wetland No.4: Between Monument No. 217 and No. 219

Wetland No.3: Between Monument No. 214 and No. 215

Wetland No.2: Between Monument No. 210 and No. 213

Wetland No.1: Between Waypoint No. 92 and No. 94 approximate locations:

Wetland crossing sections are located at the following

OLD PRIVATE LANDFILL SECTION

1:

1:21:

1:2

NO SCALE

TYPICAL SECTION

OLD PRIVATE LANDFILL

Outslope 3%

C.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c f.

d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

LC

Cover existing ground with unclassified borrow, 6-inch compacted depth

Aggregate surface course, 6-inch compacted depth

Unclassified borrow, 12-inch min. compacted depth

Existing ground unclassified borrow, Compact to match existing ground easement with suitable excavated material and/or

Filling all voids located within the construction

Geotextile separation-Stabilization, class 1, type B, non-woven

Tread width 6.5 feet

2.

1.

Construction easement 30 feet wide

Apply turf establishmentApply turf establishment

NOTE:

Apply turf establishment on the finished slopes

Monument No. 224 and No. 228.

Old private landfill section is approximately located between

RESTORATION OF EXISTING TRAIL

ROADWAY OBLITERATION

BOULDER DETAIL

REMOVE AND RESET

DETAIL

PLACE CONSERVED LOGS

NO SCALE TYPICAL SECTIONS

MISCELANEOUS

(Existing native surface 2-track road)

1:2

C.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w c g .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

J u

C h e c k e d b y

D r a w n b y

(Service road) (On existing trails designated for naturalization) unclassied borrow

Backfill with 6-inch compacted depth

Aggregate surface course, Tread width 6.5'

Existing trailwaywidth varies

Existing trailway width varies after obliterating the roadway

Apply turf establishment drainage patterns restore natural embankment to

Remove and slope undisturbed to remain

Native subgrade

3.

2.

1.

M in

4' Min.

Finished grade cover over existing trails

Scatter conserved logs to

Bury boulder width at its widest point facing the road

22-26 feet

Service road width varies

NOTE:

Existing depth varies 8-12 inches according to Section 211.

Remove and conserve base rock

Existing depth varies 3-6 inches

Section 211 asphalt pavement according to

Remove and conserve existing

Area No.4: Between shoulder of turnout and Waypoint No. 88

Area No.3: Between Right R/W of HW 75 and Alpine Way Parking

Area No.2: Between Waypoint No.32 and Right R/W of HW 75

Area No.1: Between Waypoint No. 13 and No. 18 locations and as shown on plans:

naturalization. They are located approximately at the following than 4-inch in diameter on existing trails areas designated for trail

Dispose of felled trees, logs and downed timbers that are more on plans.

the Alpine Way Trailhead Parking and Waypoint No. 86 as shown

Roadway obliteration location is approximately located between as shown on plans.

between Waypoint No. 73 and the Alpine Way Trailhead Parking

Restoration of existing trail location is approximately located

C.8

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w c h .d g n

ID FS SAW T 2017(1)

J u n e

P h

.T u

C h e c k e d b y

D e s ig n e d b y

DETAILS

TRAIL CONNECTION

Pedestrian bridge

Wheel cut

Asphalt

Gravel

Concrete

CONNECTION TO EXISTING ASPHALT PAVED STRUCTURES

CONNECTION TO EXISTING CONCRETE SIDEWALK

CONNECTION TO EXISTING PEDESTRIAN TIMBER BRIDGE

Trail

Trail

Trail

6" Aggregate surface course

6" Aggregate surface course

6" Aggregate surface course

SHEET 1 OF 3

D.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w d j.

d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

See Section K for sign and sign post details.

See Sheet C.7 for remove and reset boulder detail.

details.

See Section I for fence, gate and raised cattle guard are subject to field adjustments.

The quantities shown hereon are approximate and subject to approved trail design.

The stations shown here are approximate and are

5.

4.

3.

2.

1.

NOTE:

SHEET 2 OF 3

4.

3.

2.

1.

D.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w d j.

d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

NOTE:

See Section K for sign and sign post details.

details.

See Section I for fence, gate and raised cattle guard are subject to field adjustments.

The quantities shown hereon are approximate and subject to approved trail design.

The stations shown here are approximate and are

21/8"

3"D

13/4"

3"D

21/8"

BORDER

R=11/8"

TH=05/8"

IN=03/8"

24"

SHEET 3 OF 3

TABULATION OF QUANTITIES

D.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w d j.

d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

TRAIL CLOSE SIGN DETAIL NOTE:

subject to approved trail design.

The stations shown here are approximate and are1.

U

H

W

US HW 75

0+00 TO 28+00

TRAIL CORRIDOR PLANS

50 10002550

Scale in feet

50 10002550

Scale in feet

N F R o a d

Install 12' metal gate

REDFISH LAKE TO STANLEY TRAIL

ID FS SAW T 2017(1)

0+00

BEGIN PROJECT

N

N waypoints)

(follow field flags and GPS

Approximate trail corridor waypoints)

(follow field flags and GPS

Approximate trail corridor

Reset 66' from highway centerline.

Minimum 4 ft. wide (4).

Remove and reset boulders

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer

D.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d a .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y details. "Redfish To Stanley Trail" Header

Install kiosk sign. See Section K for bridge)

(Tie trail finish grade to existing foot

(12" x 24") on the barricade

Mount "TRAIL CLOSED" sign

Barricade type 1, 4 feet wide.

feet long. Follow field flags) wide (Approximately 100

Provide clearing 12 feet constructed by others.

Future service road typ. (Approximately 1150 feet long) Install stacked log rail fence, (Approximate 450 feet long)

Existing trail designated for naturalization

50 feet long) naturalization (Approximate

Existing trail designated for

Install SWPPP notice sign

TRAIL

CLOSED

US HW 75

28+00 TO 57+50

TRAIL CORRIDOR PLANS

N

N

50 10002550

Scale in feet

50 10002550

Scale in feet

US HW 75

(Approximately 4800 square feet)

Design-construct rockery wall (RT) waypoints)

(follow field flags and GPS

Approximate trail corridor

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer waypoints)

(follow field flags and GPS

Approximate trail corridor

Reset 66' from highway centerline.

Minimum 4 ft. wide (4).

Remove and reset boulders

D.5

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d b .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

Provide 10:1 transition tapers.

(Approximate location) for snow-machine route

Begin widening trail bench

Provide 10:1 transition tapers

(Approximate location) for snow-machine route.

End widening trail bench clearing limit to 1 foot) reduce additional

(Approximate location

Begin sage flat land area

(Approximate 3680 feet long) trail naturalization

Existing trail designated for

(Approximate 3680 feet long) trail naturalization

Existing trail designated for

(Approximate location)

End sage flat land area

50 10002550

Scale in feet

50 10002550

Scale in feet

57+50 TO 86+00

TRAIL CORRIDOR PLANS

50 10002550

Scale in feet

N

N

N

Trailhead parking. See Section E

Construct Alpine Way waypoints)

(follow field flags and GPS

Approximate trail corridor waypoints)

(follow field flags and GPS

Approximate trail corridor

Approximate electric line

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer

Approximate overhead power line

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer manhole

Adjust sewer manhole

Adjust sewer overhead power line

Approximate obliteration, method 2

Begin roadway obliteration, method 2

End roadway flags and GPS waypoints) corridor (follow field

Approximate trail sewer manhole

Adjust typ. See Section K

Pavement marking, grade to existing pavement construction. Tie trail finish

Resume trail grade to existing pavement construction. Tie trail finish

Suspend trail

See Section K

Install sign, typ.Approximate area 3950 square yards as staging area during the construction.

Use the designated obliteration area

D.6

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d c .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

(Protect telephone pedestals)

Approximate telephone line

TRAIL

X – ING

(Approximate 3680 feet long) trail naturalization

Existing trail designated for

(Approximate 3680 feet long) trail naturalization

Existing trail designated for

(Approximately 225 feet)

Restore existing trail location. Reduce additional clearing to 1 foot)

Begin sage flat plant area (Approximate

PT1

PT2

PT3

PT4

PT5

PT6

PT7

PT8

PT9

PT10

PT11

PT12

PT13

PT14

PT15

PT16

PT17

SEWAGE LAGOON

Scale in feet

50 10002550

Scale in feet

86+00 TO 117+00

TRAIL CORRIDOR PLANS

N N grade to existing pavement construction. Tie trail finish

Suspend trail grade to existing pavement construction. Tie trail finish

Resume trail grade to existing pavement construction. Tie trail finish

Suspend trail

5-20 feet away from map)

(Actual location can be line and manhole, typ.

Approximate sewer grade to existing concrete sidewalk.

construction. Tie trail finish

Suspend trail electric line

Approximate water line

Approximate

See Section K

Pavement marking, typ.

waypoints)

(follow field flags and GPS

Approximate trail corridor waypoints)

(follow field flags and GPS

Approximate trail corridor

See Section K

Install sign, typ.

typ. See Section K

Pavement marking, grade to existing pavement construction. Tie trail finish

Suspend trail grade to existing pavement construction. Tie trail finish

Resume trail

Approximate water line grade to existing pavement construction. Tie trail finish

Suspend trail grade to existing pavement construction. Tie trail finish

Resume trail

See Section K

Install sign, typ.

typ. See Section K

Pavement marking, power line

Approximate overhead

D.7

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d d .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

Ranger Station Parking Area

Stanley District

TRAIL

X – ING TRAIL

X – ING

TRAIL

X – ING

(Approximate location)

End sage flat land area

See Section K for details

Install sign GFS#1

Stanley City. See Section I

Set gate to swing open toward cattle guard at existing fence.

Install 8' metal gate, signs, and

8 1

8 1

A 1+00

A 2+00

A 2+65

1 1

US HW 75

Scale in feet

50 10002550

Scale in feet

117+00 TO 148+50

TRAIL CORRIDOR PLANS

rock for rockery wall construction, typ.

Salvage and conserve all suitable rock for rockery wall construction, typ.

Salvage and conserve all suitable

US HW 75

to 14 feet wide)

(Limit construction impact

Construct wetland crossing

N N and construct new stacked log rail fence

Begin remove existing fence log rail fence construct new stacked fence and end

End remove existing headwalls and rockspillway

Install 36" culvert with

Install fiber roll, typ.

waypoints)

(follow field flags and GPS

Approximate trail corridor waypoints)

(follow field flags and GPS

Approximate trail corridor

D.8

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d e .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

(approximately 525 feet long)

Install stacked log rail fence

Remove existing fence

(Approximate 75 feet long) trail naturalization

Existing trail designated for additional clearing to 1 foot)

(Approximate location. Reduce

Begin sage flat plant area

(12" x 24") on the barricade

Mount "TRAIL CLOSED" sign

Barricade type 1, 4 feet wide.

TRAIL

CLOSED

5 1

50 10002550

Scale in feet 148+50 TO 177+50

TRAIL CORRIDOR PLANS

(Limit construction impact to 14 feet wide)

Construct wetland crossing, typ.

N

N

(follow GPS monuments)

Trail corridor headwalls and rockspillway

Install 24" culvert with

Install fiber roll, typ.

Install fiber roll, typ.

waypoints)

(follow field flags and GPS

Approximate trail corridor impact to 14 feet wide) construction crossing, typ.(Limit

Construct wetland

(follow GPS monuments)

Trail corridor

Provide 10:1 transition tapers

(buried vehicles).

Begin old private landfill with headwall Install 24" culvert impact to 14 feet wide) construction crossing, typ.(Limit

Construct wetland

D.9

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d f.

d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

See Section K for details

Install signs GFS #3 & #5

See Section K for details

Install signs GFS #2

Stanley City. See Section I

Set gate to swing open toward signs and cattle guard.

Install 8' metal gate, fence, Entering Private Lands.

AC

AC

AC

AC

AC

AC

4 2

0 2

R

IV

A T E P

R O

P E R

T Y

F O

R E S T S

E R

V

IC

E P

R O

P E R

T Y

0 1

A C

A C

P R

IV

A T E P

R O P E R T

Y

P R

IV

A T E P

R O P E R T

Y

50 10002550

Scale in feet

Stanley Airport Runway

177+50 TO 211+50

TRAIL CORRIDOR PLANS

N

N

(follow field flags)

Trail corridor

(follow field flags)

Trail corridor

(Follow GPS monument points)

Approximate trail corridor

(Follow GPS monument points)

Approximate trail corridor

Provide 10:1 transition tapers

(buried vehicles)

End old private landfill

D.10

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d g .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

AC

FORES

T

SERVI

CE

PROPE

RTY

PRI

VATE

P

ROPE

RTY

F O

R E S

T S

E R

V I C

E P

R O

P E

R T

Y

P R I V

A T

E P

R O

P E

R T

Y

4 2

5 2

PRIVATE PROPERTY

P R I V

A T

E P

R O

P E

R T

Y

PRIVATE PROPERTY

195+00

50 10002550

Scale in feet

211+50 TO 240+25

TRAIL CORRIDOR PLANS

REDFISH LAKE TO STANLEY TRAIL

ID FS SAW T 2017(1)

240+25

END PROJECT

N

N

(Follow field flags)

Approximate trail corridor (Follow GPS monument points)

Approximate trail corridor

(Follow GPS monument points)

Approximate trail corridor

D.11

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d h .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

Picnic Shelter for details. "Redfish To Stanley Trail" Header

Install kiosk sign. See Section K

(12" x 24") on the barricade

Mount "TRAIL CLOSED" sign

Barricade type 1, 4 feet wide.

(Follow field flags) corridor

Approximate trail

See Section I

Stanley Ranger Station.

to swing open toward and cattle guard. Set gate

Install 8' metal gate, signs See Section K for details

Install sign GFS #1 & #5 grade to existing parking area)

(End sage flat land area. Tie trail finish

TRAIL

CLOSED

TRAIL

CLOSED

P R I V

A T

E P

R O

P E

R T

Y

F O

R E S

T S

E R

V I C

E P

R O

P E

R T

Y

AC

P R I V

A T

E P

R O

P E

R T

Y P

R I V

A T

E P

R O

P E

R T

Y

P R I V

A T

E P

R O

P E

R T

Y

240+00

SHEET 1 OF 2

GPS COORDINATES

TRAIL CORRIDOR WAYPOINT

D.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d i.

d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D r a w n b y

NOTE:

are used to track the field flags.

1. Waypoint GPS coordinates are not set on the ground. They

SHEET 2 OF 2

TRAIL CORRIDOR WAYPOINT

D.13

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d i.

d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D r a w n b y

NOTE:

are used to track the field flags.

1. Waypoint GPS coordinates are not set on the ground. They

TRAIL CORRIDOR MONUMENT

D.14

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w d i.

d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D r a w n b y

E.1

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w e a .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

TABULATION OF QUANTITIES

FOOTNOTE:

[1]

[1]

[1]

[1] are subject to approved design and field adjustments.

The quantities shown hereon are approximate and [1]

1.See Section K for sign post details.

10 200510

N

15'-0"R

86'-0"R

15'-0"R

10'-0"

5'-0"R

35'-0"R

16'-0"R

10'-0"R

10'-0"R

24'-0"R180'-0"R

12'-6"R

NOTE:

A

A

1. See Sheet E.2 for Section View and GPS layout coordinates.

SHEET 1 OF 2

PARKING

ALPINE WAY TRAILHEAD

Protect trees wheelstop, typ. See Sheet E.3

Install precast colored concrete

(Alpine Way Trail) Remove and reset sign

ONLY

PARKING

TRAILER

(18 x 12) brown background with white letters on Install guide sign

RESERVED

PARKING

Grad e to drain

Grad e to drain

E.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w e a .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y brown background

White letters on sign R7-8 (18 x 12)

Install regulatory

Guideline, typ.

60°0'0"

5'-0" typ.

(Header description: Alpine Way Trailhead) Install kiosk sign

Min. 4 feet wide.

boulder, typ.

Remove and reset

PT1

PT2

PT3

PT4

PT5

PT6

PT7

PT8

PT9

PT10

PT11

PT12

PT13

PT14

PT15

PT16

PT17

1:2

1:2 1:

1:

SECTION A-A VIEW

SHEET 2 OF 2

PARKING

ALPINE WAY TRAILHEAD

NO SCALE

E.3

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w e b .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

U

C h e c k e d b y

D e s ig n e d b y

Aggregate surface course, 6-inch compacted depth, typ.

Assumed existing ground Unclassified borrow depth varies 0.5-4 feet

Protect trees

WHEELSTOP DETAILS

PRECAST COLORED CONCRETE

E.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w e c .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

NOTE:

approval of the CO to meet manufacturer's standards.

Variations in wheel stops will be allowed with the1.

AFormed hole for pin Formed hole for pin

1'-0"1'-0"

7'-6"

A"

'-6 m in

Wheel stop

SECTION A-A

WHEELSTOP

"4

4"

2" "8

1" R" R8

1" R

"4

"4

" Grout4 area surface

Parking

TYPICAL ANGULAR PARKING

of wheel stop

Extend to within 1" of ends

No. 4 reinforcing bar, typ.

pin, 3' long

" Ø steel4 3or

No.6 reinforcing bar

Edge of gravel parking

Guide line, typ.

'-0

F.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w fa .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

[1]

[1] [1]

[1]

[1]

[1]

[2]

[3]

See Section D for locations on plans.

[3]

Subsection 157.11.

Locations for plastic lining are not shown. See SCR [2] are subject to approved design and field adjustments.

The quantities shown hereon are approximate and [1]

NOTE:

1.

approved trail design.

The station shown are approximate and are subject to

DIVERSION CHANNELS

TEMPORARY

F.2

STATE PROJECT

NUMBER

SHEET

U m y fi le s p w p r o d u c ti o n d S td

.d g n

ID FS SAW T 2017(1)

J u n e

H a r r is h

C h e c k e d b y

D e s ig n e d b y

2'2'

Bury plastic liner 6" deep

2'2'

PLASTIC LINED DIVERSION CHANNEL

RIPRAP LINED DIVERSION CHANNEL

TEMPORARY CULVERTDIVERSION CHANNEL

SECTION B-B

SECTION A-A

SECTION A-A SECTION B-B

SECTION B-BPLAN

W W

W W when scheduled)

Silt fence (typ.

embankment

Trailway embankment

Trailway

Subgrade

Bedding

Sandbags backflow into natural channel

Use sandbags to prevent

Permanent natural channel

Earthwork limits when scheduled)

Silt fence (typ.

See Note 4

Permanent culvert temporary barrier

Use sandbags to construct

SandbagsPlastic liner

FlowFlow

FlowFlow

Plastic liner when scheduled)

Silt fence (typ.

A

A

BB

GeotextileGeotextile

Flow

Natural ground and secure with sandbags (typ.)

one of the methods listed in Subsection 204.11(a).

culvert. Compact temporary culvert backfill using through the trailway embankment with temporary

Where replace the portion of the diversion channel

6" deep and secure with riprap or sandbags.

liner. Bury the upstream edge of the liner a minimum of

Do not construct with longitudinal joints if using a plastic

Construct channel at a minimum grade of 0.5 percent.

width of the temporary diversion channel.

Use plastic liner or riprap along the entire length and

4.

3.

2.

1.

Ø

Trailway centerline

1.5' 1.5'

1.5'1.5' 1:1 1:

1 1:1 1:

1:

11:1

1:1 1:

2' 2'

2'2'

Riprap class 1, lining Riprap class 1 lining

Temporary culvert backfill 12" min.

NOTE:

with plastic liner or riprap

Temporary diversion channel

SS= 1:1 B= 1.5' D= 1.5'

SS= 1:1 B= 1.5' D= 1.5'

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

DRAFT: 7/2016

REVISED:

DETAIL APPROVED FOR USE 10/2014

WESTERN FEDERAL LANDS HIGHWAY DIVISION

FIBER ROLL

(FT)

(FT)

W157-21

U.S. CUSTOMARY DETAIL

DETAIL

STATE PROJECT

NUMBER

SHEET

F.3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FS SAW T 2017(1) ID

U S

C c m y fi le s p w p r o d u c ti o n d

W F ib e r R o ll s .d g n

J u n e

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

[1]

FOOTNOTE:

SWPPP NOTICE SIGN

project information. Install signs in accordance to Section 635.

sign panel from aluminum. Adjust text as needed for specific locations. Black border and text on white background. Fabricate

See SCR Subsection 107.01A(d) and plans for installation[1]

DETAILS

SWPPP NOTICE SIGN

F.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d S

W P P P S ig n .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

3"

4"C

3"

2"C

2"

2"C

14"

"2

"B2

42"

"8

3" IN = 8

5" TH = 8

1BORDER R = 1

POST DETAIL

CL

Bottom of sign panel

Long side of post

H 2H

0.2X

0.6X

0.2X

TWO POST SIGN

4" X 6" Post " dia. bolts 4 1Attach sign panels with a minimum of 2 -

X=42"

NOTE:

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

per post.

2.

1.

parallel to sign face. 1.5" hole size

Field drill holes through post

Bottom of rockery

TYPICAL SECTION

ROCKERY FILL WALL

ACCEPTABLE PARTIAL TYPICAL PROFILE CONSTRUCTION

ACCEPTABLE SECTION PROPERTY CONSTRUCTION

Trailbed w idth 12'

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w g a .d g n

ID FS SAW T 2017(1)

u n e

P h

T u

C h e c k e d b y

D r a w n b y

SHEET 1 OF 2

TYPICAL SECTIONS

ROCKERY FILL WALL

NOTE:

greater than two rocks

Avoid stacked "columns"

Vertical

CORRECT

Vertical

CORRECT

Vertical

INCORRECT

2 min.

10 min.

Base rock

Cap rock

Top of rockery slope

5% Min.

Granular rock backdrain

Vertical

Facing rock

Back of all rocks must reach or extend beyond back of base rock

Geotextile class 1, type A

Design width 'B' and/or unclassified borrow

Suitable excavated material

Existing ground

INCORRECTCORRECT

12" (min.)

primary support provides

Chinking rock average face

6 inches from greater than

Contact point slope toward face

Top of rock section width

Insufficient width 'B'

Design width 'B'

Design width 'B'

Design rock no steeper than 1V:10H

Incline bottom of foundation

Granular rock backdrain

Facing rock

Chinking rock at toe

Finished grade m in

Bottom of Keyway

Base rock of facing rockssupport do not provide primary

Rocks used to chink voids

Undersized facing units embedment

Insufficient

W a ll p a y m e n t li m it

Foundation fill 12" min.

m a x

E x p o s e d h e ig h t for rockery fill wall sections with tiers.

If exposed height is taller than 6-feet, see Sheet G.2, rocks according to approved design and Section 252.

Construct rockery and place base, facing, and cap

No. 37 and Waypoint No. 42

Rockery wall sections are anticipated between Waypoint

3.

2.

1.

G.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w g b .d g n

ID FS SAW T 2017(1)

u n e

P h

T u

C h e c k e d b y

D r a w n b y

SHEET 2 OF 2

TYPICAL SECTIONS

ROCKERY FILL WALL

ROCKERY FILL WALL WITH TIERS

Base rock

Cap rock slope

5% Min.

TIER 1

Base rock

Cap rock slope

5% Min.

TIER 2

Trailbed w idth 12'

Vertical

Vertical rettalf ro 2:1

Existing ground m a x p o s e d h e ig h t m a p o s e d h e ig h t

FOOTNOTE:

Tier seperation

2'-0"

A p p r o x im a te ly f e e t fr o m H

W

C e n te r li n e

U S H

W

R ig h t-o f-w a y l im it

2'-0"

[1] D 6' (min.)

Maximum clearing limit conditions and tests.

conditions. Determine actual distance D based on field

Minimum distance D is an estimate based on general[1]

H.1

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w r c .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

TABULATION OF QUANTITIES

NOTE:

2.

1.

trail design.

Stations shown are approximate and are subject to approved to field adjustments.

The quantities shown hereon are approximate and are subject

SECTION B-BSECTION A-A

1:

1:1

NO SCALE

H.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d id f-s a w r c .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

WITH HEADWALLS DETAILS

PIPE CULVERT

12" (min.) Found. fill

(min.)

12"

4.0' min.

masonry headwall

Dry stacked stone masonry headwall

Dry stacked stone masonry headwall

Dry stacked stone

LC

Embed rocks 6" (min.)

Flow beyond end of pipe (typ.)

Extend base of headwall 12"

Culvert length

Tread width 6.5 feet

As shown on plan

Culvert location

6" min.

Bedding material

ROCK SPILLWAY AT CULVERT OUTLET

ELEVATION VIEW

of spillway

Bench for toe

Existing ground

1.5 x dia. of pipe

Minimum width equals

12" (min.) Found. Fill

Tread width

END VIEW AT CULVERT INLET

stabilization class 1, type C

Geotextile separation-

B

B

Existing ground class 1, type C

Geotextile separation- stabilization

A

A

24" for 36" CMP 18" for 24" CMP

54" min. for 36" CMP 36" min. for 24" CMP

24" min. for 36" CMP 18" min. for 24" CMP

Place riprap, method A, class 2

M in

6-inch compacted depth

Aggregate surface course, DETAILS

STACKED LOG RAIL FENCE

m a x

I.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w ia .d g n

ID FS SAW T 2017(1)

u n e

P h

J u

C h e c k e d b y

D e s ig n e d b y together bottom of posts to tie logs

Wrap wire around top and required to obtain snug fit

Vary notch depth and width as the log diameter. 3 1 and 4

Provide a notch depth between

NOTCHING DETAIL

ISOMETRIC VIEW

NOTE:

NO SCALE

A

A

B

B 20' or less 6" diameter (min.) postsof posts to keep logs together

Wrap wire around top and bottom may be used in place of log

Flat rock sills (min) 6" x 12" x 16"

2.

1.

LOG FENCE CONNECTION

LOG FENCE GATE

Metal gate. See Sheet I.3

24" typ.

24" typ.

m in

SECTION A-A

24" typ.

SECTION B-B

8" min. log rail, typ.

8" min. log rail, typ.

(6" diameter vertical posts omitted for clarity)

Base log, 8" min. diameter typ.

Base log, 8" min. diameter typ.

m a x h e ig h t m a x h e ig h t

Section 619.

and Development Center (Second Edition 1999) as listed in see "Fences" publication prepared by the Missoula Technology

For additional construction details and installation procedures, of fences and gatesare shown on Section D drawings.

Details are shown for dimensions only. Approximate locations

GATE BRACE SECTION

SINGLE PANEL END AND

depth (typ.)

Embedment

24" (min.)

depth (typ.)

Embedment

48" (min.)

depth (typ.)

Embedment

42" (min.)

depth (typ.)

Embedment

24" (min.)

Fence height

40" (max.)

THREE POST DOUBLE PANEL BRACE AND FENCE SECTION

NO SCALE

SECTION

TYPICAL WIRE FENCE

PIN/NOTCH DETAIL

198" max.

DETAILS

POST WIRE FENCE

I.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w ib .d g n

ID FS SAW T 2017(1)

u n e

P h

J u

C h e c k e d b y

D r a w n b y

6" (min.) (typ.)

Bracing post

4" (min.) (typ.)

Horizontal brace

Wire clip at each wire smooth wire

2 Strand No. 9

Backfill with suitable material

6" (min.) (typ.)

Brace post

4" (min.) (typ.)

Horizontal brace

No. 9 smooth wire

2 Strands of

8' (typ.)

at 30° to 45° (typ.)

" Staple (min.)2 suitable material

Backfill with m in

Post

" (min.)2

2- 60d Galv. spike see Sheet I.3 for gates for information only

Pedestrian gate shown

NOTE:

Steel dowel

" x 4"8

" x 2" x 24" long2

Twist stick

" x 2" x 24" long2

Twist stick

3.

2.

1.

198" Max.

Barbless wires

Barbless wires

Horizontal brace

8' (typ.)Typical post spacing

Section 619.

and Development Center (Second Edition 1999) as listed in see "Fences" publication prepared by the Missoula Technology

For additional construction details and installation procedures, or posts

Pre-drilled holes for fasteners to prevent splitting of bracing of fences and gates are shown on Section D drawings.

Details are shown for dimensions only. Approximate locations

I.3

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w ic .d g n

ID FS SAW T 2017(1)

u n e

P h

J u

C h e c k e d b y

D r a w n b y

DETAILS

METAL SWING GATE

NOTE:

NO SCALE

3" (typ.)

ty p ty p

Mechanical latch ty p

3" (typ.)

ty p

12' Opening width

8' Opening width

3.

2.

1.

FOR TRAILS

TYPICAL METAL SWING GATE

5'

6" (min.) Post m in m in for information only Fence shown for information only Fence shown

FOR ROADS

TYPICAL METAL SWING GATE

6" (min.) Post, typ.

6" (min.) Post, typ.

self-closing device

Gate spring loaded

Auto gate latch device

See Sheet I.4 for cattle guard details.

Pre-drilled holes for fasteners to prevent splitting of post.

of the CO to meet manufacturer's standards.

Variation in metal gates will be allowed with the approval

Object markers (2) OM3-R markers (2) OM3-R

Object

Install object markers (2) OM2-2V, typ.

Install object marker (2) OM2-2V, typ.

cattle guard Raised

Install Government-furnished sign GFS #4 (2)

PLAN

la t b a r F la t b a r

MATERIAL LIST:

" x 50" LONG WING 4 11 x

SECTION

NO SCALE

SECTION

SHOWING WINGS

DETAILS

RAISED CATTLE GUARD

washers and nuts

- inches, plus lock4 1 by 2 8

34 each: Long bolts, by 60-inches

2 each: Treated lumber for across ends underneath 2 by 6 by 4-inches8 32 each: Lag screws for wings, and nuts by 1-inch, plus lock washers4 18 inches: Flat bar for tabs,

- inche4 117 feet: Flat bar for wings,

- inches2 112 feet: Channel for 'stringers', 3 by 1

12 each: Channel for tread rails, 2 by 1 by 60-inches

I.4

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d I d f-s a w id .d g n

ID FS SAW T 2017(1)

u n e

P h

J u

C h e c k e d b y

D r a w n b y x 48 3Lag screws, 24 8

2 x 1 Channel

1C 3 x 1

" Ø hole2

12 x 2 x

Welded tab

Ø Holes2

Object marker OM2-2V

6" Min. Fence post

1 x 2 8 and nuts, lock washers

Long bolts with

87+00 TO 118+00

TRAIL CORRIDOR PLANS

See Section E

Trailhead Parking

Construct Alpine Way

Barricate type 3, 8 feet wide, typ.

Barricate type 3, 8 feet wide, typ.

US

H

W

Warning light type A, typ.

Warning light type A, typ.

ROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSED

ALPINE WAY STAGING AREA

(0.88 ± Acres)

Staging area limits

N

R11-2 (30 x 48) on the barricade

Mount "ROAD CLOSED" sign

R11-2 (30 x 48) on the barricade

Mount "ROAD CLOSED" sign

50 10002550

Scale in feet

Approximate sewer line

J.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w ja .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

Overhead powerline

Telephone line

Electric line

ROAD

CLOSED

P I O N E E R P A R K

C I T Y OF S T A N L E Y

Chapel

Meditation

Sawtooth

Picnic Shelter

PIONEER PARK STAGING AREA

Storage Area A

Staging and

Storage Area B

Staging and

N

Staging area limits

(0.58 ± Acres)

(0.27 ± Acres) on the barricade

Mount "TRAIL CLOSED" sign (12" x 24")

Barricade type 1, 4 feet wide, typ.

Construct trail on city park

30 6001530

Scale in feet

J.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w jb .d g n

ID FS SAW T 2017(1)

J u n e

H a r r is

P h

C h e c k e d b y

D e s ig n e d b y

TRAIL

CLOSED

TRAIL

CLOSED

PRIVATE PROPERTYPRIVATE PROPERTY

K.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d ld f-s a w k a .d g n

ID FS SAW T 2017(1)

J u n e

P h

J u

C h e c k e d b y

D r a w n b y

Roadway

Trail

Trail

Guide line

Apply two coats.

marking type B, 3' max. space

2' W x 8' L pavement

200' Min.

' M in

INTERSECTION SIGNS

MARKING DETAILS

PERMANENT PAVEMENT

TRAFFIC SIGN AND

X – ING

TRAIL

W2-1 (30" x 30") W11-15P (24" x 18")

W2-1 (18" x 18")

NOTE:

2.

1.

changed to fit field conditions as approved by the CO.

Final…